New House Construction - Winnipeg, Manitoba, Canada · Winnipeg Building By-law and the Manitoba...

New House ConstructionGuide to the plans required when applying for a Building Permit

November 2015

PLANNING, PROPERTY AND DEVELOPMENTDEPARTMENT

Introduction ______________________________3Site Plan _________________________________4Floor Plan _______________________________5Foundation Plan __________________________6Floor Framing Plan ________________________9Section Drawing _________________________10Elevation Drawing _______________________11Ventilation ______________________________12Material Specifications ____________________13

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Every effort has been made to ensure the accuracy of information contained in this booklet.

However, in the event of a discrepancy between this booklet and the governing City of Winnipeg By-law,

the By-law will take precedence.

This booklet is a guide to the type of plans that are required by the Plan Examination Branch when applying for a building permit to construct a “basic” new home. This booklet does not cover all code requirements. Reference should be made to the City of Winnipeg Building By-law and the Manitoba Building Code for the complete set of code requirements.

How many sets of plans will be required?Two sets of plans must be presented upon permit application.

Will the homeowner be required to obtain the services of a Professional Engineer?A professional engineer will be required to seal the plans when:a) there are any variations from the minimum standards

contained within the building code, OR;b) the construction involves the use of certain structural

components (eg. steel beams, glulam beams, microlam beams, LVL beams, I-joist floors, suspended wood floors, tall walls (walls exceeding 11 ft. 10 in.), pre-cast concrete/wood/steel brackets, pile foundations, etc.), OR;

c) where in the opinion of the Authority Having Jurisdiction the nature of the work is complex.

Does the building permit include any electrical or plumbing work that is being completed?The building permit does NOT include the electrical or plumbing work that is being done. Permits for this type of work must be applied for separately.

Who may apply for electrical and plumbing permits?Permits for electrical and plumbing work may be applied for by:a) the owner of a detached single family dwelling who will also

be the occupant and who will be performing their own work. The permits must be obtained prior to starting the work. Information on the plans required and code requirements for this type of work may be found in the brochures “Electrical Installations” or “Plumbing Installations”, or;

b) an electrical or plumbing contractor licensed by the City of Winnipeg.

introduction

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site

pla

n What information should be indicated on the site plan?The site plan should have the following information (see FIGURE 1):a) street names, lot dimensions, civic address, legal description, and

north arrow;b) dimensions from building to property lines (building to building

if applicable);c) on irregular shaped lots, dimensions from property lines to the

closest projections within side yards must be included;d) dimensions of all projections, such as alcoves, canopies, eaves,

decks, fireplaces, landings, steps, wing walls, etc.;e) locations of downspouts (DP) and sump pump discharge (SPD)

- the sump pump discharge outlet will not be permitted on the side of the foundation adjacent to a public sidewalk;

f) the dimensions and locations of accessory structures (examples are detached garages, sheds, air-conditioning units) that are included in the permit application;

g) the dimension, location and type of surface of existing and proposed approaches, driveways and vehicle parking areas;

h) construction accesses other than lane;i) location and dimensions of registered easements (eg. swales, land

drainage sewer/catch basin lead);j) the site plan paper size should be 8 1/2 x 11 in. or 8 1/2 x 14 in.

Note: The site plan and construction drawings must match.

FIGURE 1 - Typical Site Plan

What is required to be shown on the floor plan?This plan must have the following details (see FIGURE 2): a) size and type of rooms; b) location and sizes of windows, doors, closets, etc.; (see TABLE A below) Note: windows are not permitted in

walls that are located less than 1.2 m (4 ft) from the property line

c) if there is a fireplace/woodstove, indicate type and location; d) size of beam/lintel in wall openings, if required. e) wired-in smoke/CO alarm (SA) location - at least one required

per floor level, in each bedroom, and at locations between bedroom and the remainder of the floor level (ie. hallways)

*Note: 1) Each bedroom must have at least one outside window which provides an unobstructed opening of not less than 0.35 sq. m (3.77 sq. ft.) in area and no dimension less than 380 mm (15 in.).

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FIGURE 2 - Typical Floor Plan

Bedroom(Size)

Bedroom(Size)

Bath(Size)

Kitchen/Dining Room(Size)

Living Room(Size)

Dimensions

Window (Size)

SA/CO

SA SA

What plans are required for the foundation and do these plans need to be engineered?A typical house foundation plan and details are shown in FIGURES 3, 4 and 5.

A non-engineered foundation plan will be accepted if the foundation meets the minimum code standards for wall length, wall thickness and reinforcement as shown in FIGURES 4 and 5. However, if you intend to use a variation of the design in FIGURES 4 and 5 or any of several other alternative designs including for example: piles, insulated concrete forms or a wood basement, a registered professional engineer must be retained to design and seal the plans. Additionally, a wood basement design will require that an engineer be retained to inspect and certify the installation.

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FIGURE 3 - Typical Foundation Plan

SUMP PIT

Beam(Indicate Size)

Window(Indicate Size)

Footing(Indicate Size)

Telepost(Indicate Size)

SA

2’ AWAY (MIN.)

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7TWO STOREY

ONE STOREY

FIGURE 4 - Laterally Supported Foundation Walls

Dowels 10M - 750 mm @ 900 mm o.c. (2 ft. 6 in.@ 3 ft. o.c.)

200 mm (8 in.) concrete wall (min. 20 MPa concrete)

Top 2 #15 M10 M vertical bars @ 900 mm (3 ft) o.c.

Bot. 1 #20 M


50 mm (2 in.)cover

150 mm (6 in.)

750 mm (30 in.)

TWO STOREY

600 mm (24 in.)

200 mm (8 in.) concrete wall (min. 20 MPa concrete)Mid. 1 #20 M(Below Windows)

Bot. 1 #20 M

Foundation depth below grade Min. 1.37 m (4 ft. 6 in.) Max. 2.13 m (7 ft.)

Dowels10M - 750 mm @ 900 mm o.c. (2 ft. 6 in.@ 3 ft. o.c.)

Top 1 #20 M(Above Windows)

230 mm (9 in.)

Max. Bsmt. Height 2.44 mm (8 ft.)

25 mm (1 in.)

10M vertical bars @ 900 mm (3 ft.) o.c.located on inner side of wall

with 25 mm (1 in.) cover min.

ONE STOREY

710 mm (28 in.)


Mid. 1 #20 M(Below Windows)

Bot. 1 #20 M

250 mm (10 in.)

25 mm (1 in.)

10M vertical bars @ 900 mm (3 ft.) o.c.located on inner side of wallwith 25 mm (1 in.) cover min.


Foundation depth below grade Min. 1.37 m (4 ft. 6 in.)

Max. 1.83 m (6 ft.)

230 mm (9 in.)




Bot. 1 #20 M


50 mm (2 in.)cover

150 mm (6 in.)

750 mm (30 in.)

TWO STOREY

600 mm (24 in.)


Bot. 1 #20 M




230 mm (9 in.)


25 mm (1 in.)



ONE STOREY

710 mm (28 in.)



Bot. 1 #20 M

250 mm (10 in.)

25 mm (1 in.)




Max. 1.83 m (6 ft.)

230 mm (9 in.)

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NOTES: (Figure 4 and Figure 5)1. Topoffoundationshallbeatleast150mm(6in.)abovefinished

ground level.2. Walls over 12 m (40 ft.) in length shall be designed by a registered

professional engineer.3. Length of supported joists shall not exceed 4.9 m (16 ft.).4. Maximum window opening size is 1.2 m (4 ft.) and openings not to

exceed 25% of the wall length.

Interior Footing Sizes One-Storey - 750 mm x 750 mm x 250 mm deep (30 in. x 30 in. x 10 in. deep)

Two-Storey - 900 mm x 900 mm x 300 mm deep (36 in. x 36 in. x 12 in. deep)

ONE-STOREY (BI-LEvEL TYpE)

foundati

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Bot. 1 #20 M


50 mm (2 in.)cover

150 mm (6 in.)

750 mm (30 in.)

TWO STOREY

600 mm (24 in.)


Bot. 1 #20 M




230 mm (9 in.)


25 mm (1 in.)



ONE STOREY

710 mm (28 in.)



Bot. 1 #20 M

250 mm (10 in.)

25 mm (1 in.)




Max. 1.83 m (6 ft.)

230 mm (9 in.)

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What details are required on the floor framing plan?The details required on this plan are as follows (see FIGURE 6):a) joist size, grade, spacing and direction;b) bridging and strapping location, blocking;c) location of openings and member sizes;d) beam sizes if not shown on foundation plan;e) pre-manufactured I-joists require submission of final I-joist layout(s)

complete with engineering.

What details are required on the section drawing?The following details should be indicated on the section drawing (see FIGURE 7):a) Type and thickness of materials in the roof, walls and floor construction

assembly; (see appropriate tables for material selection);b) If roof is to be a truss system it shall be prefabricated and designed

by a Professional Engineer.

FIGURE 6 - Typical Floor Framing Plan

ROOF SHEATHING:

SHINGLES:

EXTERIOR FINISH:

WALL SHEATHING:

SUBFLOOR:

WALLS: 2" X @ o.c.

INSULATION: Min. R20

VAPOUR BARRIER: 6-Mil Poly

INTERIOR FINISH:

RAFTERS: @

COLLAR TIES:

CEILING JOISTS: @

INSULATION: Min. R50VAPOUR BARRIER: 6-Mil PolyINTERIOR FINISH:

FLOOR JOISTS: @

BRIDGING:

2.3 m (7 ft. 7 in.) M

INIMUM

CLEARANCE

PRE-FAB TRUSSES: @ o.c.OR

o.c.

o.c.

o.c.

ANCHORAGE TOFOUNDATION (NOTE 3)

FOUNDATION WALL:

DAMP PROOFING

CONCRETE WALL

2” X____ @ ____ O.C.

INSULATION: Min. R20 (NOTE 2)

VAPOUR BARRIER: Min. 6-Mil Poly

INTERIOR FINISH:

MIN. 4” WEEPING TILEON UNDISTURBED SOIL

W/ 6” MIN. GRAVEL COVERON TOP AND SIDES

UNDISTURBED SOIL(75KPA OR GREATER)

6” GRAVEL (MIN.)

FLOOR (EXAMPLE)MIN. 3” CONCRETE SLAB

6-MIL POLY

AIR SPACE 2 1/2” (MIN.)

AIR SPACE 1” (MIN.)

ATTIC ACCESS HATCH (SIZE)

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NOTE: 1. Attic space shall be vented in conformance to 9.19.1.1.2. Insulation required for dwellings where the foundation wall does not

extend more than 1.2 m (4 ft.) above ground level and where natural gas is used as a heating source.

3. Joists are to be anchored to the foundation by embedment or sill plate in conformance to 9.23.6.1.

FIGURE 7 - Section Drawing

What information should be indicated on the elevation drawing?The information to be indicated on the elevation drawing is as follows (see FIGURE 8): a) type of finish siding material; b) chimney height, if any; c) window and door location; d) indicate roof slope and overhang (OH); soffit requirements? e) guard rail height/picket spacing.

FRONT ELEVATION REAR ELEVATION

SIDE ELEVATION

SIDE ELEVATION

FIGURE 8 - Elevations

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venti

lati

on Is it essential to adequately ventilate a house?

Yes, it is important to have a properly designed heating, ventilating, and air conditioning (HVAC) system to control condensation and maintain proper indoor air quality (IAQ).

This system design should be done by a HRAI Certified Designer, Professional Engineer or other designer with formal training in residential HVAC design.

Heat or energy recovery ventilators (HRV’S) shall be installed in all single and two family dwelling units.

Phone number for the Housing Inspections Branch is 204-986-5300. The office hours for the Inspections Branch are 8:30 a.m. to 4:00 p.m. Monday to Friday.

MINIMUM THICKNESS OF ROOF SHEATHING

Plywood Waferboard and Maximum Strandboard Spacing of Lumber Supports Edges Edges Edges Edges Supported Unsupported Supported Unsupported mm mm mm mm mm mm 300 7.5 7.5 9.5 9.5 17.0 400 7.5 9.5 9.5 11.1 17.0 600 9.5 12.5 11.1 12.7 19.0

in. in. in. in. in. in. 12 5/16

5/16 3/8

3/8 11/16

16 5/16 3/8

3/8 7/16

11/16

24 3/8 1/2

7/16 1/2

3/4

Column 1 2 3 4 5 6

THICKNESS OF WALL SHEATHING Minimum Thickness Supports Supports Supports Supports Type of sheathing @ 16 in. o.c. @ 24 in. o.c. @ 400 mm o.c. @ 600 mm o.c. in. in. mm mm Lumber 11/16

11/16 17.0 17.0 Fibreboard

3/8 7/16 9.5 11.1

Plywood 1/4

5/16 6.0 7.5 Waferboard/Strandboard

1/4 5/16 6.35 7.9

Column 1 2 3 4 5

THICKNESS OF SUBFLOORING Maximum Waferboard Spacing of Plywood and Lumber Supports Strandboard mm mm mm mm 400 15.5 15.9 17.0 500 15.5 15.9 19.0 600 18.5 19.0 19.0

in. in. in. in. 16 5/8

5/8 11/16

20 5/8 5/8

3/4

24 3/4 3/4

3/4

Column 1 2 3 4

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CEILING JOIST SPANS

Commercial Member Rafter Spacing Member Rafter Spacing Designation Grade Size 12 in. 16 in. 24 in. Size 300 mm 400 mm 600 mm (in.) ft.-in. ft.-in. ft.-in. (mm) m m m Douglas Fir No.1 2 x 4 10 - 9 9 - 9 8 - 6 38x89 3.27 2.97 2.59 -Larch and 2 x 6 16 - 10 15 - 4 13 - 5 38x140 5.14 4.67 4.08 No. 2 2 x 8 22 - 2 20 - 2 17 - 7 38x184 6.76 6.14 5.36 2 x 10 28 - 4 25 - 8 22 - 6 38x235 8.63 7.84 6.85 Spruce- No.1 2 x 4 10 - 3 9 - 3 8 - 1 38x89 3.11 2.83 2.47 Pine- and 2 x 6 16 - 1 14 - 7 12 - 9 38x140 4.90 4.45 3.89 Fir No. 2 2 x 8 21 - 1 19 - 2 16 - 9 38x184 6.44 5.85 5.11 2 x 10 27 - 0 24 - 6 21 - 5 38x235 8.22 7.47 6.52

Column 1 2 3 4 5 6 7 8 9 10

ROOF RAFTER SPANSRafter not supporting ceiling

(Design Roof Snow Loads for 1.5 kPa (30 psf)


Column 1 2 3 4 5 6 7 8 9 10

ROOF JOIST SPANS(Design Roof Snow Loads for 1.5 kPa (30 psf)


Column 1 2 3 4 5 6 7 8 9 10

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BUILT-UP FLOOR BEAM SPANSSupporting ONE Floor in Houses

Douglas Fir-Larch Grade No. 1 & 2 Supported Joist Length Supported Joist Length Size Size of 8 ft. 10 ft. 12 ft. 14 ft. 16 ft. of 2.4 m 3.0 m 3.6 m 4.2 m 4.8 m Beam ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. Beam m m m m m 3-2x 8 9 - 9 8 - 8 7 - 11 7 - 4 6 - 11 3-38x184 2.99 2.67 2.44 2.26 2.11 4-2x 8 11 - 3 10 - 1 9 - 2 8 - 6 7 - 11 4-38x184 3.45 3.09 2.82 2.61 2.44 3-2x10 11 - 11 10 - 8 9 - 9 9 - 0 8 - 5 3-38x235 3.66 3.27 2.98 2.76 2.59 4-2x10 13 - 9 12 - 3 11 - 3 10 - 5 9 - 9 4-38x235 4.22 3.78 3.45 3.19 2.98 3-2x12 13 - 10 12 - 4 11 - 3 10 - 5 9 - 9 3-38x286 4.24 3.79 3.46 3.21 3.00 4-2x12 15 - 11 14 - 3 13 - 0 12 - 1 11 - 3 4-38x286 4.90 4.38 4.00 3.70 3.46

Spruce-Pine-Fir Grade No. 1 & 2 Supported Joist Length Supported Joist Length Size Size of 8 ft. 10 ft. 12 ft. 14 ft. 16 ft. of 2.4 m 3.0 m 3.6 m 4.2 m 4.8 m Beam ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. Beam m m m m m 3-2x 8 10 - 7 9 - 5 8 - 8 8 - 0 7 - 6 3-38x184 3.25 2.90 2.65 2.45 2.30 4-2x 8 12 - 2 10 - 11 10 - 0 9 - 3 8 - 8 4-38x184 3.75 3.35 3.06 2.83 2.65 3-2x10 12 - 11 11 - 7 10 - 7 9 - 9 9 - 2 3-38x235 3.97 3.55 3.24 3.00 2.81 4-2x10 14 - 11 13 - 4 12 - 2 11 - 3 10 - 7 4-38x235 4.59 4.10 3.74 3.47 3.24 3-2x12 15 - 0 13 - 5 12 - 3 11 - 4 10 - 7 3-38x286 4.61 4.12 3.76 3.48 3.26 4-2x12 17 - 4 15 - 6 14 - 2 13 - 1 12 - 3 4-38x286 5.32 4.76 4.34 4.02 3.76

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BUILT-UP FLOOR BEAM SPANSSupporting TWO Floors in Houses

Douglas Fir-Larch Grade No. 1 & 2 Supported Joist Length Supported Joist Length Size Size of 8 ft. 10 ft. 12 ft. 14 ft. 16 ft. of 2.4 m 3.0 m 3.6 m 4.2 m 4.8 m Beam ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. Beam m m m m m 3-2x 8 7 - 5 6 - 7 6 - 0 5 - 7 5 - 3 3-38x184 2.27 2.03 1.85 1.71 1.60 4-2x 8 8 - 6 7 - 8 7 - 0 6 - 5 6 - 0 4-38x184 2.62 2.34 2.14 1.98 1.85 3-2x10 9 - 0 8 - 1 7 - 4 6 - 10 6 - 5 3-38x235 2.77 2.48 2.26 2.10 1.96 4-2x10 10 - 5 9 - 4 8 - 6 7 - 11 7 - 4 4-38x235 3.20 2.86 2.62 2.42 2.26 3-2x12 10 - 6 9 - 4 8 - 7 7 - 11 7 - 5 3-38x286 3.22 2.88 2.63 2.43 2.28 4-2x12 12 - 1 10 - 10 9 - 11 9 - 2 8 - 7 4-38x286 3.72 3.32 3.03 2.81 2.63

Spruce-Pine-Fir Grade No. 1 & 2 Supported Joist Length Supported Joist Length Size Size of 8 ft. 10 ft. 12 ft. 14 ft. 16 ft. of 2.4 m 3.0 m 3.6 m 4.2 m 4.8 m Beam ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. Beam m m m m m 3-2x 8 8 - 0 7 - 2 6 - 7 6 - 1 5 - 9 3-38x184 2.46 2.20 2.01 1.86 1.74 4-2x 8 9 - 3 8 - 3 7 - 7 7 - 0 6 - 7 4-38x184 2.85 2.55 2.32 2.15 2.01 3-2x10 9 - 10 8 - 9 8 - 0 7 - 5 6 - 10 3-38x235 3.01 2.70 2.46 2.28 2.11 4-2x10 11 - 4 10 - 2 9 - 3 8 - 7 8 - 0 4-38x235 3.48 3.11 2.84 2.63 2.46 3-2x12 11 - 5 10 -2 9 - 4 8 - 7 7 - 9 3-38x286 3.50 3.13 2.85 2.64 2.38 4-2x12 13 - 2 11 - 9 10 - 9 9 - 11 9 - 4 4-38x286 4.04 3.61 3.30 3.05 2.85

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FLOOR JOIST SPANS

Joist Spacing Commercial Grade Member Joist Spacing Joist Spacing with Strapping Designation Size with Strapping with Bridging & Bridging (in.) 12 in. 16 in. 24 in. 12 in. 16 in. 24 in. 12 in. 16 in. 24 in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. 2 x 4 6 - 7 6 - 0 5 - 5 6 -10 6 - 3 5 - 5 6 - 10 6 - 3 5 - 5 2 x 6 10 - 2 9 - 7 8 - 7 10 - 10 9 - 10 8 - 7 10 - 10 9 - 10 8 - 7 2 x 8 12 - 2 11 - 7 11 - 0 13 - 1 12 - 4 11 - 3 13 - 9 12 - 10 11 - 3 No. 1 2 x 10 14 - 4 13 - 8 13 - 0 15 - 3 14 - 4 13 - 6 15 - 10 14 - 10 13 - 10 Douglas Fir 2 x 12 16 - 5 15 - 7 14 - 10 17 - 2 16 - 2 15 - 3 17 - 10 16 - 7 15 - 6 -Larch and 300mm 400mm 600mm 300mm 400mm 600mm 300mm 400mm 600mm (mm) m m m m m m m m m No. 2 38x89 2.00 1.85 1.66 2.09 1.90 1.66 2.09 1.90 1.66 38x140 3.09 2.91 2.62 3.29 2.99 2.62 3.29 2.99 2.62 38x184 3.71 3.53 3.36 3.98 3.75 3.44 4.19 3.90 3.44 38x235 4.38 4.16 3.96 4.64 4.37 4.11 4.84 4.51 4.21 38x286 4.99 4.75 4.52 5.24 4.93 4.64 5.43 5.07 4.72

12 in. 16 in. 24 in. 12 in. 16 in. 24 in. 12 in. 16 in. 24 in. (in.) ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. ft.-in. 2 x 4 6 - 1 5 - 8 5 - 2 6 - 6 5 - 11 5 - 2 6 - 6 5 - 11 5 - 2 2 x 6 9 - 7 8 - 11 8 - 2 10 - 4 9 - 4 8 - 2 10 - 4 9 - 4 8 - 2 2 x 8 11 - 7 11 - 0 10 - 6 12 - 5 11 - 9 10 - 9 13 - 1 12 - 2 10 - 9 No. 1 2 x 10 13 - 8 13 - 0 12 - 4 14 - 6 13 - 8 12 - 10 15 - 1 14 - 1 13 - 2 Spruce- 2 x 12 15 - 7 14 - 10 14 - 1 16 - 4 15 - 5 14 - 6 17 - 0 15 - 10 14 - 9 Pine-

and 300mm 400mm 600mm 300mm 400mm 600mm 300mm 400mm 600mm (mm) m m m m m m m m m Fir No. 2 38x89 1.86 1.72 1.58 1.99 1.81 1.58 1.99 1.81 1.58 38x140 2.92 2.71 2.49 3.14 2.85 2.49 3.14 2.85 2.49 38x184 3.54 3.36 3.20 3.79 3.57 3.27 3.99 3.72 3.27 38x235 4.17 3.96 3.77 4.41 4.16 3.92 4.61 4.30 4.01 38x286 4.75 4.52 4.30 4.99 4.70 4.42 5.17 4.82 4.50

Column 1 2 3 4 5 6 7 8 9 10 11 12

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Parking

Entrance

CUSTOMERPARKING

17

In-Person Customer Service Hours are:

Tuesday to Friday 8:30 am to 4:30 pm - All Zoning, Permits and Plan Examination services are available at Unit 31 – 30 Fort Street.

Mondays 8:30 am to 4:30 pm are reserved for telephone inquiries and completed application drop-offs. This enables Zoning and Permits staff to process building and development applications received throughout the week.

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notes

For more information on the plans required to build a new house please call:

Plan Examination BranchPH: 204-986-5140FAX: 204-986-7307

or

City of WinnipegPlanning, Property and Development DepartmentUnit 31 - 30 Fort StreetWinnipeg, ManitobaR3C 4X7

www.winnipeg.ca/ppd

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